HomeMy WebLinkAboutSUBMITTED PAPERSDATE: �. (`� FEi__ UE: 1 2q _ -b FECEIPT #: T—Tpermit #: 1,Xc
Planning & Development Services Department
® Building & Code Regulation Division
a 2300 Virginia Avenue S
Ft. Pierce, FL 34982-5652 Cq
Tel. 772-4624553
APPLICATION FOR ROOF PERMIT
SEE REVERSE SIDE FOR INSTRIXTIDNS
1. Location/Site Address: :L 0 5T- "QCk6_
2. Parcel ID Number: ! �7 S� _ 76 -2,— / Ll S = 0&V-"
Office Use
Only I
I Section
I Township
Ronne
Map Pa a
I Zoning
Land Use
Initials
I
I yN
I tad
I CEI
_R 19).
7
v I
3. Description of Project or Work Activity: T6 aL ,nt ouO q- O&i , r , c (a4DF
4. Total Roof Area (square feet): ZQ • 5 E _ 5. Roof Pitch: 1 T OM I-y
6. Type of Roof: [ ] Fiberglass Shingle
[ ] Tar & Gravel
[ ] Concrete Roof Tile
,Modified Bitumen
[ ] Wood Shake / Shingle
[ ] Other
[ ] Product Approval required for all types of Roofing Material (2 Sets)
[ ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product
Approval attached
** Roof Mitigation per F.S. 553.844 will be required.
7. Owner Information 8. Contractor Information
Name: _C MLA J 151&E II
Address: ?>EO4 5z UACk
City: tfl_ p(,e.ep�` State:
Zip: Phone: ZZ Sta onLt
k6`t o�Sb
9. Value of Construction: i S 0.0-b
FL Reg/Cert #: __�
County Cert #: 16
Business Name:
Cell Phone: zYZ ZLG 864-)
"Note Dry -in and Final Inspection Required. Addit onafinspeetion mey he required per Product Approval.
CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of th�info ti n contained in this application is
done in conwhince/wfi Ica gnlahM cotes
PRINT QUALIFMISIOWNERS NAME S O ®Y
STATE ORFLORIDA, COUNTY OF
ACKNOWLEDGED BEF=0,
DAY OF '_P,/� 20� B
"t.
WHO IS PERSONALLYTO ME OR HAS PRODUCED
zo;ft-IEY B.
MY COMMISSIrJN k EE 2015J
EXPIRES: March 6,
SondedThru Notzry PubVic
Y _ 1;(c- l S-T b" _ Ak
AS IDENTIFICATION
SIGNATURE OF TARY�' UTYPE OR�P,RINT NAME OF NOTARY (seal) y.
COMMISSION NUMBER
NOTICE TO OWNER: FAILURE TO RECORD•A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. IVYOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
Revised 412612010
INSTRUCTIONS
Please complete all information in the space provided. All information must be printed (use black or blue ink
only) or.typed. This roof permit application is to be used only for those activities that are not otherwise included
under a primary building permit. This application may not be used for any activity that includes structural
alteration.' Building activities involving structural alteration, in addition to the roof work, must be permitted
through the regular building permit review process. The information to be provided with this application
includes:
1. Location/Site Address
2. Parcel ID Number
I Description of Project or Work Activity
4. Total Roof Area
5. Type of Roof
6. Owner Information
7. Contractor Information
8. Value of Construction
Indicate the street address or general location of the
property where the building activity is taking place.
indicate the tax identification number of the property where
the building activity is taking place.
Completely describe the building activity to take place.
Please indicate if tear -off or shingle over shingle etc.
Indicate total roof area to be affected by this permit. Also
indicate the pitch of the roof, expressed as a standard ratio
of run rise.
Indicate the type of roof being repaired or resurfaced.
Indicate the name and address of the owner of the property
on which building activity is taking place..
Indicate the State of Florida registration number (if
applicable), St: Lucie County contractor license number and
the name of the business doing the work.
Indicate the total value of the work to take place. Total cost
of construction includes all material and labor costs
associated with the building/construction activity.
Construction value is used to determine the permit fee. St.
Lucie County reserves the right to question and/or modify
the indicated value of construction if it is demonstrated that
the submitted figures are not consistent with similar types
of construction.
This application canoe submitted to St. Lucie County Building and Zoning, 2300 Virginia Avenue, Fort Pierce,
FL 34982. All permit applications must be filled out completely before submission. No applications wiU be
accepted for processing after 4:30 P.K For assistance in completing this application, please call (772)
462-1553, during regular office hours (&00 AM - 5:00 PM), Monday through Friday.
Upon issuance of this permit, required inspections can be scheduled by calling (772) 462-1261.
St. Lucie County Roof Permit Application rev. 3/1/2009
- Planning & Development Services .
Building & Code Regulation Division
2900 Virginia:Avenue
= o Fort Pierce, FL 34982
772-462-2165 or;772-462-2172
�.. Fax: 772-462-6443- - ----- -
= - - ROOF_ INSPECTION -AFFIDAVIT .
Re -Permit_#
-- - - —.-
I, - - —licensentracto */Enggfin er-/Architect.
- (Flaaca print Hama R, �irrla Bran. P tvnPl1115DeCtOY-
*General, Building, Residential or Roofing Contractor--or-any individual-certified-under-468-F.S: to -make -such -an -inspection: ----- —
--On,or_about _:L 3 - ��----_ _-__, I_did_per_s-o.nalL�inspe-ct the_r-oof deck nailing
--- - work at: Dz
(Job site address)
Based upon that examination I have determined the installation was done according to the Hurricane
---- Mitigation Retrofit Manual (Based on 553.844 F.S.) - _.-_ -_.-
--
Sign re and Seal License #_
STATE OF FLORIDA
COUNTY OF
Sworn to and subscribed before me this day of - 20j
_ by l(e- r4S A(iT- T Who is personally known to me or who has produced
as identification.
Notary Public, State of Flor• a
Signature of Notary:
---- --- Commission Number: -(Seal) . --
En m Mo/2m 1
�F��1L'{
EY B. HUM
MY COMMISSION
*_ PIR S: EX E
?*� + `Underwriters
ter•;-- _x�"' �qT!t�++IdataNPub+c
I
u
e_A'f5"T-0" aqu e%- /24100 $`I, L06L$ 13L-V,f7
SECTION 1525
HIGH -VELOCITY HURRICANE ZONES UNIFORM PERM -IT APPLICATION
Florida Building Code Edition 2007 EAU� • �� ( 1
High -Velocity Hurricane Zone Uniform Permit Application Form. COPY`el l /
Slam
INSTRUCTION. PAGE
COMPLETE THE NECESSARY SECTIONS OF
THE UNIFORM ROOFING PE:RM.IT
APPLICATION FORM AND ATTACH THE
REQUIRED DOCUMENT'S AS NOTED. BELOW:
Roof System
Required Sections of the
Permit Application Form
Attachments Required
See List Below
Low Slope Application
A,B,C
1,2,3,4,5,6,7
Prescriptive BUR-RAS 150 1
�A,B,C
4,5,6,7
Asphaltic Shingles
A,B,D
1,2,4,5,6,7
H
Concrete or Clay Tile
A,B,.D,E
1,2,3,4,5,6,7
Rrtetal Robfs
A;3-0.....
1.,2,3,4,5,.6,7
Wood Shingles and Shakes
A,B,D
1,2,4,5,6,7
Other
As Applicable
1,2,3,4,5,6,7
ATTACHMENTS REQUIRED:
RVEY E. KOEHNEN
sional Engineer 32831
7205 Elyse Circle : .
t Lucie,, FL. 5495273212
772) 489-3035 fix."
1.
Fire Directory Listing Page
2.
From Product Approval:
Front Page
Specific System Description
Specifi6�5y6fem Limita'tiori§
General Limitations
Applicable Detail Drawings
-3.
Design Calculations per Chapter 16, or If Applicable, RAS 127 or RAS
128
4.
Other Component of Product Approval
5.
Municipal Permit Application
6.
Owners.Notification for Roofing Considerations (Reroofing Only)
7.
Any Required Roof Testing/Calculation Documentation
onn-� C, nomA mini ninir- rnnv= rrnnnnnFNTARyW
4 a
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida Buildirag.Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form.
Section A (General Information)
Master Permit No. Process No.
Contractor's Name Z116TZD TJ 44LAI e0'V_FI U �► �� �/�1'-C£ C=L '
Job Address 2 4oc ST LV al E 03
,RR9F CATEGORY
❑ Low Slope ❑ Mechanically Fastened Tile ❑ Mortar/Adhesive Set Tile
❑ Asphaltic ❑ Metal Panel/Shingles Isf�sirf�s
HARVEY
Shingles ; E. KOEHPI
Professional Engineer 32831
Prescri tive BUR -RA 150 7�05 Elysarcle
p Port St. Lucie,.!FL":3d982-3�292 !t-`
ROOF TYPE (772) 489-3635 iax
❑ New Roof '3 Reraofing- B ste�nvePinr� El Repair 1]=�iaiiiteri8riG8 %1�,
ROOF SYSTEM ^ '
INFORMATION
i
Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF)
Section S (Roof Man)
Sketch Roof Plan: Illustrate all levels and sections, roof drains; scuppers, overflow scuppers and overflow drains.
Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of
parapets.
NOTE:
Remove axis4ng r'
Qufultg to plyw�ooc�
* Replace rotten plywood with�19/32 CbXi
-- * Re-naitentire roof with 8d ring shank oils
(0.113" diem. full round head 2" long)
- - Spaced 6" o.c.;at ends & iiep to trusses
ti rl �
I
S.u9 05 R=�IAd�tc � Z�l�a�.
t
ix,
1. ) SU4.
�a t
t .1
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
Florida- Building Code Edition 2007
High -Velocity Hurricane Zone Uniform Permit Application Form. .
Section C. (Low Slope Application)
Fill in specific roof assembly components
and identify manufacturer
(if a component is not used, identify as "NA")
System Manufacturer: l°a+-`I c.ASS
Product Approval No.: N_W\
Design Wind Pressures, From RAGS 128 or Calculations:
a
Pma) 1:" 3°' 4' Pmax2: �' 56 D Pmax3:
Max_ Design Pressure, from the specific Product
Approval system:
Deck: }
Type: 3'LlAlov n
GaugefThickness: 14�3Z" elm
• . Slope: � `�>�r
Anchor/Base Sheet & No. of Ply(s):
Anchor/Base Sheet Fastener/Bonding Material:
insulation Base Layer: 45*jAX-X l.
Base.lnsulation Size and Thickness: D
Base insulation FastenerBonding Material:
Top Insulation Layer:
Top Insulation Size and Thickness:
Top Insulation FastenerBonding Material:
Base Sheet(s) & No. of Ply(s): InL 4 $15 4 E. 1 XS
Surfacing: rAI �3-0a-4�-'-
Fastener Spacing for AnchoriBase Sheet Attachment". .
Field: t2 " oc @ Lap, # Rows 2 @ (2 " oc
Perimeter: �� " oc @ Lap, #Rows @ l �- " oc
Corner:" oc @ Lap, # Rows. Z @ 2—" oc
Number of Fasteners Per -Insulation Board:
p RP1.lM . A-r'V" M010 T
Field Perimeter. Corner .
Base Sheet FastenerBonding Material:
$UILD�C Roof Gt2lP l"A5•Ct;tJBRS��T F}o'Ct�'! p!�'�g
Ply Sheet(s) & No. of Ply(s):
Ply Sheet Fastener/Bonding Material:
Top Ply: IPoc.Y pLe-Y, 4 1 D Llf
Top Ply FastenerBonding Material:
• Tb lZG H A PPt�GG R
Illustrate Components Noted and Details as
Applicable:
Woodblocking, Gutter, Edge Termination, Stripping, Flashing -
Continuous Cleat, Cant Strip, Base Flashing, Counter-
Flashing, Coping, Etc. -
Indicate: Mean Roof Height, Parapet Height, H3 ight of Base
Flashing, Component Material, MatEkda. Mickness, Fastener;
Type, Fastener Spacing or Submit
HARVEY E. KOEHNEN
Professional Engineer 32831
7205 Elyse Circle
Port St Lucie, FL 34952-3212
(772) 489-3035 fax
Parapet j
Mean
Roof
Height
y� 58 2007 FLORIDA BUILDING CODE COMMENTARY
MIAMIDADE
BUILDING CODE.COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FLAGLER BUILDING
140 WEST FLAGLER STREET; SUITE 1603
MIA MI, FLORIDA33130-1563
(305) 375-2901 FAX (305) 375-2908
NOTICE .OF ACCEPTANCE (NOA)
GenFlex Roofing Systems
1722 Indian Wood Circle, Suite A
`Maumee, OH 43537
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building
Code and Product Review Committee to be used in Miami Dade County -and other areas where allowed
by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The'BCCO (In Miami Dade County)
and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,
modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right
to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to compI
Building Code and the High Velocity Hurricane Zone of the Florida Building odorofessiona° En sneer 32
gineer32831
DESCRIPTION: GenFlex ISO Insulations 72Gg°vse Circe
Port St. Lucie, FL. 34962-3212
(772) 4 -3036 fax
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein. n
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has
been no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or
change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an
endorseinent of any product, for sales, advertising or any other purposes shall automatically terminate
this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of
NOA.
ADVERTISEMENT: The NOA number. preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of pages 1 through 3.
The submitted documentation was reviewed by Jorge L. Acebo
NOA No.: 08-1117.01
M°AM°-DME COUNTY Expiration Date: 06/05/13
' Approval Date: 01/08/09
Page 1 of 3
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Category Roofing
Sub -Category: Insulation
Type: Insulation and Sheathing Foam Panels
Sub -Type: Polyisocyanurate
TYPICAL PHYSICAL PROPERTIES:
Proper Test
Typical Results
Density ASTM D 1622
2.0 lbs.W
Compressive Strength ASTM D 1621
18 PSI
25 PSI (when specified)
Water Absorption ASTM C 209
Less than 1 % by volume
Moisture Vapor Transmission ASTM E 96
Less than one (1) perm
Surface Temperature
-100° F +250° F Max
Surface Burning Characteristics ASTM E 84
Flame spread: 25
(4" Foam Core Max.)
Smoke Developed: 110
Note: The physical properties listed above are presented at typical average values as
determined by accepted ASTM test methods and are subject to normal manufacturing
variation. Numerical ratings as determined by ASTM Test Method E-84 are not
intended to reflect hazards presented by this or any other material under actual fire
conditions.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT
Trade name:
GenFlez ISO Insulation: Flat or Tapered
Thickness:
0.5" - 4.0" (12.5-101.6 mm)
BoardSize(s)
4'x4'(1'.2x1.2in) and 4'x8'(1.2x2.4in)
Core:
Polyisocyanurate foam
Facers:
Fiberglass reinforced felt or fiberglass felt
Trade name:
GenFlez ISO Insulation (25 PSI); Flat or Tapered
Thickness:
0.5" - 4.0" (12.5 - 101.6 mm)
Board Size(s)
4' x 4' (1.2 x 1.2 m) and 4' x 8' (1.2 x 2.4 m)
Core:
Polyisocyanurate foam
Facers:
Fiberglass reinforced felt or fiberglass felt
Trade name: GenFlex ISO Insulation Composite
Thickness: 1.5" - 4.0" (38 - 101.6 mm)
BoardSize(s) 4'x4'(1.2x 1.2in) and Tx8'(1.2x2.4in)
Core: Polyisocyanurate foam
Facers: Perlite, o.5 in. (12.5 mm) or %" (19 mm), top or
bottom; fiberglass reinforced organic or fiberglass felt
on the other side.
Decks: Concrete, Cementitious Wood Fiber. Steel, Wood,
Lightweight Concrete, Gypsum
NOA No.: 08-1117.01
MIAMi•oane couNrr .
Expiration Date: 06/05/13
. Approval Date: 01/08/09
Page 2 of 3
EVIDENCE SUBMITTED:
Test Agency/Identifier
Repo rE
Date
Factory Mutual Research
J.I. #OQ l A4.AM .
01/08/90
Corporation
J.I. 40T1A8.AM
03/26/90
TrinityJERD
F 10370.05.08
05/08/08
Underwriters Laboratories, Inc.
R9516/90NK3270
02/27/89
R9516/90NK21444
04/12/93
R9516/90NK21444
04/23/93
R9516/90NK21444
05/27/93
R9516/90NK5582
09/07/90
R9516/90NK5582
10/29/90
R9 516/90NK5 5 8 2
10/3 0/9 0
R9516/90NK9880
08/28/90
R9516/93NK1173
07/02/93
COMMENTS AND LLMUTATIONS:
1. Roof assemblies are approved under specific roof cover's Product Control Notice of Acceptance.
2. GenFlex ISO Insulation products may be used with any approved roof covering listing a specific
GenFlex ISO Insulation as a component part of a roof assembly Notice of Acceptance. If a
Firestone Building Products product is not listed, a request may be made to the authority having
jurisdiction or the Miami Dade Building Code Compliance Office for approval provided that
appropriate documentation is provided.
3. Fire classification is not a part of this Notice of Acceptance
4. Single layer thickness as listed above. Multiply layer thickness shall not exceed 12 inches. See
specific roof assembly notice of acceptance for approved assemblies.
5. All approved products listed herein shall be labeled and shall bear the imprint or identifiable
marking of the manufacturer's name or logo and following statement: "Miami -Dade County
Product Control Approved" or the Miami -Dade County Product Control Sea] as shown below.
C
•DADE COUNTY
END OF THIS ACCEPTANCE
NOA No.: 08-1117.01
MIAM4oADecouNTY Expiration Date: 06/05/13
!APPROVED]— Approval Date: 01/08/09
Page 3 of 3
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11803 SW 26 Street, Room 209
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315.2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mlxmidadc.lruv/butlQiuiJ
Polyglass USA, Inc.
150 Lyon ]Drive
Fernley, NV 89408
SCOPE:
This NOA is being issued under the applicable Miles and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County BNC - Product Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction
(AH,I).
This NOA shall not be valid after the expiration date stated below, The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes, If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BNC reserves the right to
revoke this acceptance, if it is determined by Miami -Dade County Product Conti -of Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to c A
including the High Velocity Hurricane Zone of the Florida Building Cod Fra,fcssionai Engineer 3283,
7206 Elyse Circle
DESCRIPTION: Polyglass Modified Bitumen Roof System Over W od �t Lucie, FL 34952-3212
(772) 489-3036 fax
LABELING: Each unit shall bear a permanent label with the manufacturer's name or.logo, city, state and
following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA,
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This renews NOA# 08-0827.18 and consists of pages 1 through 34.
The submitted documentation was reviewed by Alex Tigera.
CMtA ADE COUNTY
NOA No.: 11-0621.07
Expiration Date: 09/13/12
Approval Date: 09/15/11
Page 1 of 34
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub -Category:
Modified Bitumen
Materials
SBS/APP/TPO
Deck Tyne:
Wood
Maximum Design Pressure
-112.5 psf
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
TABLE 1
Test Product
roduct Dimensions Specification Description
Polyflex 32' 10" x 3'
3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP
modified bitumen membrane with a burn off
polyethylene back face and a smooth or sanded
top surface,
Polyflex G 32' 10" x 3'
3-3/8" ASTM D 6.222 Torch applied, polyester reinforced, APP
modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface.
�Polyflex G FR 32' 10" x 3'
3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP
modified bitumen membrane with a burn off
polyethylene back face and a granule top
surface and fire retardant chemistry.
Polybond 32' 10" x 3'
3-3/8" ASTM D 6222 Torch applied, polyester reinforced, APP
modified bitumen membrane with a burn off
polyethylene back face and a smooth or sanded
top surface,
Polybond G 32' 10" x 3'
3-3/8" ASTM D 6122 Torch applied, polyester reinforced, APP
Type i modiflgd bitumen membrane with a burn off
polyethylene back face and a granule top
surface.
Elastoflex S6 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied,
polyester reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a polyethylene or sanded
top surface.
Elastoflex S6 G 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied,
polyester reinforced, SBS modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface.
Elastoflex S6 G 32' 10" x 3' 3-3/8" ASTM D 6164 Torch, hot asphalt or cold adhesive applied,
FR polyester reinforced, S13S modified bitumen
membrane with a burn off polyethylene or
sanded back face and a granule top surface and
fire retardant chemistry.
NOA No.. 11-0621.07
Expiration Date: 09/13/12
Mwr�aoa U11u, vrr Approval Date: 09/15/11
Page 2 of 34
Deck Type Q Wood, Insulated
Deck Description: 19/32" or greater plywood or wood plaiik.
System Type D(2): All layers of insulation and base sheet mechanically fastened.
All General and System Limitations apply.
One or more layers of the following:
Base Insulation Laver Insulation Fasteners Fastener
(Table 3 Density/ft2
Any approved Polyisocyanurate
Minimum 1" thick N/A N/A
Toe Illation Laver (OtAlonan Insulation Fasteners Fastener
Table 3 Denslt fe
Fesco Board
Minimum %" thick N/A N/A
High Density Wood Fiber
Minimum %11 thick N/A N/A
Dens Deck, Dens Deck Prime, Securock
Minimum'/4" thick N/A N/A
Note: All insulation shall have. preliminary attachment, prior to the installation of the roofing
membrane at a minimum application rate of two fasteners per board for insulation boards having
no dimension,greater than 4 ft., and four fasteners for any insulation board having no dimension
greater than 8 ft.
Base Sheet: One or more plies of CertainTeed GlasBase, Polyglass Base, Elastobase, Firestone
MB Base, JM Perma-Ply #28, Tamko Glass Base or GAFGLAS #75 fastened to
the deck as described below:
Fastening Attach base sheet using Buildex Roofgrip Fasteners and Flat Bottom Plates,
✓Dekfast #14 with Hex Plates or Tru-Fast HD with MP-3 Plates spaced 12" o.c. in a
4" lap and 12" o.c. in two equally spaced staggered rows in the center of the sheet.
Ply Sheet: (Optional) One or more plies of Polyflex, or Polybond torch applied or one ply of
Elastobase, Modibase, Perma Ply No, 28,-Elastoflex S6, Elastoflex V, or
Elastoflex V 2.5 or one or more plies of Type IV or VI ply sheet adhered in full
mopping of approved asphalt applied within the EVT range and at a rate of 20-40
lbs./sq.
Membrane: One ply of Polyflex,. Pol flex G olyflex G FR, Polyfresko Torch, Polyfresko
Torch FR, Polybond, or Polybond G torch applied or one ply of Elastoflex S6,
Elastoflex S6 G, Elastoflex S6 G FR, Polyfresko Mop, Polyfresko Mop FR,
Elastoshield TSG or Elastoshield TSG FR torch or hot asphalt applied.
NOA No.:.11-0621.07
Expiration Date: 09/13/12
MIAMI•DAD, COUNTY Approval Date: 09/15/11
Page 28 of 34
Surfacing: (Optional) Install one of the approved surfacing products listed in Table 4 to obtain
des Ved coating or required fire classic tion.
Maximum Design
Pressure: -52.5 psf; (See General Limitation #7)
NOA No.: 11-0621.07
MLAMI-DADE COUNTYIM Expiration Date: 09/13/12
Approval Date: 09/15/11
Page 29 of 34
WOOD DECK SYSTEM LIMITATIONS:
1. A slip sheet is required with Ply 4 and Ply 6 when used as a mechanically fastened base or anchor
sheet.
GENERAL LIMITATIONS:
1. Fire classification is not part of this. acceptance; refer to a current Approved Roofing Materials
Directory for fire ratings of this product.
2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with
Product Control Approval guidelines.. All other layers shall be adhered in a full mopping of
approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically
attached using the fastening pattern of the top, layer
3. All standard panel sizes are acceptable for mechanical. attachment, When applied in approved
asphalt, panel size shall be 4' x 4' maximum.
4. An" overlay and/or recovery board insulation panel is required on all applications over closed cell
foam insulations when the base sheet is fully mopped. if no recovery board is used the base sheet
shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip
mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing
a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be
placed every 12: in each ribbon to allow cross ventilation. Asphalt application of either system shall
be at a minimum rate of 12 lbs./sq.
Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf.
5. Fastener spacing -for insulation attachment is based on a Minimum Characteristic Force (F') value of
275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value,
as field-tested, are below 275 lbf. insulation attachment shall not be acceptable.
6. Fastener spacing for mechanical attachment of anchor/base sheet or membraneattachment is based
on a minimum fastener'resistance value in conjunction with the maximum design value listed within
a specific system. Should the fastener resistance be less than that required, as determined by the
Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida registered
Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said
revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application
Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117,
7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these
areas. Fastener densities shall be increased for both insulation and base sheet as calculated in
compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed
by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant
(When this limitation is specifically referred within this NOA, General Limitation 09 wIIl not
be applicable.)
8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs
shall conform to Roofing Application Standard RAS I I I and applicable wind load requirements.
9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e.
field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be perinitted for
enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners).
(When this limitation Is specifically referred within this NOA, General Limitation #7 will not
be applicable.)
END OF THIS ACCEPTANCE
NOA No.: 11-0621,07
MIAMI•DADEcouNTY Expiration Date: 09/13/12
g a m Approval Date: 09/15/11
Page 34 of 34